A critical project to ensure the stability of new gantry cranes on alluvial soils with low bearing capacity.
The terminal expansion required the installation of cranes with a capacity of over 1,500 tons. Preliminary geotechnical studies revealed a layer of soft clay at 15 meters depth, with a high risk of differential settlements that would compromise operation and safety.
A combined solution of large-diameter piles (micropiles) and a ribbed foundation slab was chosen. We performed a detailed soil-structure interaction analysis using specialized software to model the dynamic loads of port operations.
After 24 months of operation, the measured settlements are within the predicted range (< 5 mm), validating the design. The structure successfully supports the cyclic loads.
A rigorous and structured process that guarantees the stability and safety of every foundation project, from conception to execution.
We conduct a detailed site study, including boreholes and laboratory analysis to characterize the soil's mechanical properties.
We use specialized software to simulate soil behavior and design the optimal foundation system (piles, slabs, walls).
We define the schedule, necessary resources, and specific piling or reinforcement techniques, prioritizing safety and efficiency.
Our engineers directly supervise the execution, performing in-situ tests to verify the correct implementation of the design.
We deliver the complete project documentation and establish a post-construction monitoring plan to guarantee long-term stability.